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Home My WebLink About0709 OAK STREET (CENT./W.BARN) - Health r /(I G f AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION VIO 9 04k SEWAGE# -107 VILLAGE 144AIC :�,t�l.�-- ASSESSOR'S MAP INSTALLER'S NAME&PHONE NO. i C-0 SEPTIC TANK CAPACITY LEACHING FACE,TTY: (type)L - ,,IeefirLu(c,,,fsize) ;Z C )r NO,OF BEDROOMS _ Q�OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �GIL 5` U �- 414 m o /ax A 3- 14 � ► - q 140 r° http://issgl2/intranet/propdata/prebuilt.aspx?mappar=215034002&seq=1 9/12/2013 TOWN OF BARNSTABLE LOCATION 010 9 04kS SEWAGE # VILLAGEWJZL:13&U2AC2LfASSESSOR'S MAP LO INSTALLER'S NAME dt PHONE NO. RT Qe y t 3 c-c 04 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) .rcAoC. ckg(size) NO.OF BEDROOMS_ DE OR.OWNER PERMUDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility)) . Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by o c 14 w, � - Y° y � `1 °' `0 No. � ✓ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprtcatton for Mt!5poal *pgtem Conotructton Vermtt Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. I-M'-41,109 Q.A-iL C;..r Owner's Name,Address and Tel.No. (3ar � Aak-wo ,,� CDy Assessor's Map/Parc1 f, _� 7 -Q?31/ ?-i 3 - � 'tom' r/ InstAe ' dress,and Tel.No. Designer's Name,Address and Tel.No. yoj. 091 Type of Building: Dwelling No.of Bedrooms 3 Lot Size y 3 971q.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 2 T gallons per day. Calculated daily flow 77 A4 gallons. Plan Date "1 '1 Gt q Number of sheets Revision Date Title G7tI 4- 5�� L �p ®� `1-11 gQA-ac, 5T— Size of Septic Tank 152212 Type of S.A.S. 'F _ "PIE S2x76nt2e C_414,%Sq).,S Description of Soil e,� D Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site Y sewage disposal system P in accordance with the pr4dy 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has board of Health. G Sign Date o Application Approved by Date Application Disapproved for the following reasons Permit No. " Date Issued �� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 4 Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for �Mponl *pgtem Congtruction Permit Application for a Permit to Construct(k)Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. i_vr of I V,109 QA It CST Owner's Name,Address and Tel.No. nn �f A 24C�7izv.� �2 Assessor's Map/Parcel �1• ['Q'r2�.t '_ Ins er'gdress,and Tel.No. Designer's Name,Address and Tel No. .._ _,,... _!�- Type of Building: _... Dwelling No.of Bedrooms 7 Lot Size 3 '71s4.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow v gallons per day. Calculated daily flow y gallons. Plan Date "1 1 et ci Number of sheets 1 Revision Date Title -717 V— ':; -JA,-,F OA Size of Septic Tank IA j�2 Type of S.A.S. 7algN64 o F S7aa6rrtz. Gtlr y aq Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: `Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of i e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu ;this oard of Health. C Signed Date Application Approved bye Date, 7ga - Application Disapproved for the following reasons Permit No. qy '' ~� / Date Issued .�L7 THE COMMONWEALTH OF MASSACHUSETTS_ BARNSTABLE, MASSACHUSETTS-- Certificate of Co nofiance ,. THIS IS TO CERTIYY,�that�the On-site Sew a a Disposal System Constructed( '),,Repaired ( )Upgraded( ) Abandoned( by •,% �'i:!I f -s at U 1, has}l een constructed in"accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. .,. ated '� 3 , Installer r Designer The issuance of this permit- h/all�,. of �con q ued as a guarantee that the sys�tem,-will function a�'design Ot � Date 4 / �o Inspector � ,f�;1 M, o v�! � 1 �id �? No. ' 4' - Fee �uri7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mwigpogaf *pgtera Congtruction Permit Permission is hereby granted to Construct )Repair( )Upgrade( )Abandon( ) System located at / L ,7j057 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/he,r duty/to comply with Title 5 and the following local provisions or special conditions. ) Provided:Construction must be completed within three years of the date of this permit. Date: Approved by ENVIROTECHLABORATORIES,INC. MA CERT.NO.:M-MA 063 449 Rte.130 Sandwich, MA 02563 508(888-6460) 1-800-339-6460 FAX(908)888-6446 CLIENT: Markwood Construction LOCATION: Lot 9, 741 Oak St. ADDRESS: Tim Pearson W. Barnstable, MA c/o L. Wile COLLECTED BY. L. Wile SAMPLE DATE: 8-18-99 SAMPLE TIME: AM WATER SAMPLE TYPE. New Well DATE RECEIVED: 8-18-99 LAB I.D. #: 998471 WELL SPECS.: 1257 4 PVC/10 GPM RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 8/18/99 pH pH units 6.5-8.5 6.85 4500 H+ 8/18/99 Conductance umhos/cm 500 312 120.1 8/18/99 Nitrate-N mg/L 10.0 0.21 300.0 8/18/99 Sodium mg/L 28.0 49.5 200.7 8/18/99 Iron mg/L 0.3 < 0.05 200.7 8/18/99 Manganese mg/L 0.05 < 0.003 200.7 8/18/99 Volatile Organics ug/L See Report ND EPA 524.2 8/24/99 COMMENTS: Sodium level is not a health hazard. ND=None Detected WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED.. •Ron Id J. Saar Laboratory Di or <=less than >=greater than TNTC=too numerous to count r r ccs R.I. Analytical Specialists in Environmental Services CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 8/20/99 Attn: Mr. Ron Saari Date Reported: 8/25/99 449 Route 130 P.O. #: Sandwich, MA 02563 Work Order #: 9908-07823 DESCRIPTION: MARKWOOD (ONE DRINKING WATER SAMPLE) Subject sample(s) has/have been analyzed by our laboratory with the attached results. Reference: ° All parameters were analyzed by U.S. EPA approved methodologies. The specific methodologies are listed in the methods column of the Certificate Of Analysis. If you have any uesti ns regarding this work, or if we may be of further assistance, please contact us. e App o d y r James Ea v . i hae J. Ho Vice Pees>< �'t Quality Co ` of Coordinator enc: Cha' ' Custody 41 Illinois Avenue,Warwick, RI 02888 950 Boylston Street, Unit 102, Newton Highlands, MA 02461 Tel: (401) 737-8500 Fax:(401) 738-1970 Tel: (617) 965-5133 Fax: (617) 965-5624 Page 2 of 3 R.I. Analytical Laboratories, Inc. / { CERTIFICATE OF ANALYSIS / Envirotech Laboratories, Inc. Date Received: 8/20/99 Approved by: Work Order# 9908-07823 R.I. An ti'& Sample#: 001 SAMPLE DESCRIPTION: 998471 LOT 9 OAK ST 8/18/99 SAMPLE DET. ANALYZED PARAMETER RESULTS. LI IIT UNITS METHOD DATE/TIME ANALYST Volatile Organic Compounds Bromodichloromethane <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Bromoform <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Dibromochloromethane <0.5 0.5 ug/1 EPA 524.2 8/24/99 19:17 RAM Chloroform <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 1,2-Dibromoethane(EDB) <0.5 0.5 ug/l EPA 524.2 .8/24/99 19:17 RAM Benzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Carbon Tetrachloride <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,2-Dichloroethane <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM Trichloroethene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,1-Dichloroethane <0.5 0.5 ug/1 EPA 524.2 8/24/99 19:17 RAM 1,1,1-Trichloroethane <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Vinyl Chloride <0.5 0.5 ug/1 EPA 524.2 8/24/99 19:17 RAM Bromobenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Bromomethane <10 10 ug/I EPA 524.2 8/24/99 19:17 RAM Chlorobenzene <0.5 0.5 ug/1 EPA 524.2 8/24/99 19:17 RAM Chloroethane <5 5 ug/l EPA 524.2 8/24/99 19:17 RAM Chloromethane <5 5 ug/I EPA 524.2 8/24/99 19:17 RAM 2-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 8/24/99 19:17 RAM na/I EDp 524') 4/24/qQ I Q;17 R ^-Ch!arot�lueae 0.5 0.5 _o.. _ __ _,9M Dibromomethane <2 2 ug/I EPA 524.2 8/24/99 19:17 RAM 1,3-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 1,2-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM trans-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM cis-1,2-Dichloroethene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM Methylene Chloride <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 1,1-Dichloroethene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,1-Dichloropropene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,3-Dichloropropane <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 1.3-Dichloropropene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 2,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Ethylbenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Styrene <0.5 0.5 ug/1 EPA 524.2 8/24/99 19:17 RAM I 1 2-Trichloroethane <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,1,1,2-Tetrachloroethane <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 1,1,2,2-Tetrachloroethane <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Tetrachloroethene <0.5 0.5 ug/l EPA.524.2 8/24/99 19:17 RAM i • Y • Page 3 of 3 R.I. Analytical Laboratories, Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories, Inc. Date Received: 8/20/99 Approved by: ', Work Order# 9908-07823 R.I. Anal y isall Sample#: 001 998471 LOT 9 OAK ST 8/18/99 SAMPLE DET. ANALYZED PARAMETER RESULTS LD41T UNITS METHOD DATE/TE`✓IE ANALYST 1,2,3-Trichloropropane <0.5 0.5 ug/1 EPA 524.2 8124/99 19:17 RAM Toluene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM Xylenes <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,2-Dibromo-3-Chloropropane <10 10 ug/l EPA 524.2 8/24/99 19:17 RAM Bromochloromethane <1 1 ug/I EPA 524.2 8/24/99 19:17 RAM n-Butylbenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Trichlorofluoromethane <0.5 0.5 ug/1 EPA 524.2 8/24/99 19:17 RAM Hexachlorobutadiene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM Isopropylbenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM p-Isopropyltoluene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM Naphthalene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM n-Propylbenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM sec-Butylbenzene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM tert-Butylbenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,2,3-Trichlorobenzene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 1,2,4-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM 1,2,4-Trimethylbenzene <0.5 0.5 ug/I EPA 524.2 8/24/99 19:17 RAM 1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 8/24/99 19:17 RAM Methyl Tertiary Butyl Ether <1 1 ug/l EPA 524.2 8/24/99 19:17 RAM n-Hexane <10 10 ug/l EPA 524.2 8/24/99 19:17 RAM SURROGATES RANGE EPA 1524.2 8/241-99 i9:17 RAM 4-Bromofluorobenzene 108 80-120% EPA 524.2 8/24/99 19:17 RAM 1,2-Dichlorobenzene-d4 98 80-120% EPA 524.2 8/24/99 19:17 RAM ? oq C� S� Q IIi I k < 4 Jxsi r na-Mxma.nr-qtqLIAl —.___ aka Of 46 fLl4UT EL�vn'tiot� - �----- O' L :I rr�Eai 9a�>i2iE`nF�e• �0 cu. A - i .-, ct'�GnnTt�yt�-Lfc�Crr — - - ' F�CCu{.pt,xt�1 • }. _=wx.rnecv—riot,--.-netts---� _..--- KW. bQ:e.o. nrweov�o v. ow..wn SEPTIC PROFILE_ TEST HOLE LOGS T.O.F. AT EL. 131.0 (NOT TO SC ALE) ACCESS COVER .TO WITHIN 6" OF FIN. GRADE G ACCESS COVER (WATERTIGHT) TO ENGINEER: EAGLE SURVEYING WITHIN 6" OF FIN. GRADE ED BARRY 129.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM EL. 128.0' WITNESS: DATE: 4/14/94 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 0 128.0' FOR FIRST 2' 1 PERC. RATE _ < 2 MIN/INCH N�eR Locus PROPOSED 1500 l 3 MAX. GALLON SEPTIC 126.75' 125.5' CLASS SOILS P# 8203 R SE 6 127.0 TANK (H- 10 ) GAS 125.O' BAFFLE 125.17' T, = 0 124.6 [] Q Q (_] 0 [� L� �' 4' Aft)UNDSERVICE7SLOPE) �6" CRUSHED STONE OR MECHANICAL ELEV. ELEV. COMPACTION. (15.221 (2]) oS$`� [� [] ED El 0 71 [] � l.�x� 122.67' 4 4 0". „ O„ 128.0' 10 DEPTH OF FLOW = 4' (2.4 % SLOPE) ( % SLOPE) '9 TEE SIZES: „ 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = TOP AND TOP AND WEQUAQUET T DEPTH = �_ LEACHING SUBSOIL SUBSOIL LAKE � OUTLET E 36" 130.0' 36" 125.0' LOCUS MAP SCALE 1" = 2000' FOUNDATION— 14' SEPTIC TANK 65 D' BOX 14 FACILITY MED. SAND SOME SILT & STONES MED.. SAND EL. 115.0' 84" 126.0' SOME SILT ASSESSORS MAP 215 PARCEL 34-2 ZONING DISTRICT: R-F EXISTING AND ROCKS WELL YARD SETBACKS: FRONT — 30' CLEAN MED. SIDE — 15' REAR — 15' SAND PLAN REFERENCE: 527/84 FLOOD ZONE: C EXISTING WELL PROPOSED WELL rn a F 156' 156" 115.0' LOT $, NO WATER ENCOUNTERED NOTES BE=BASIN Q .. \ - , � :: { . . t: �: '' .:>a' ;,.f "..�° ,.. •: a. ) CA ° i 12s NOT ALLOWED 1 . DATUM IS BASED ON BARNSTABLE CIS i'iL ,�, �E TIC DESIGN: (GARBAGE DISPO.,ER L, ELE i t��G n / !j C- \ 9� �' �'c;! �� EXIST. DESIGN FLOW _ BEDROOMS (110 GPD) = 330 GPD 2. MUNICIPAL WATER IS NOT AVAILAQ HOUSE 3._ MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. / �28 SEPTIC TANK: 330 GPD ( 2 ) = 5E0 4. DESIGrJ LOADING FOR ALL PRECAzd UNITS iu SE --- 5. PIPE JOINTS TO BE MADE WATERTIGHT. ti° 'ss U E rq 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 0 °' LEACHING: ENVIRONMENTAL CODE TITLE V. m, is 2(12.83 + 25) 2 (.74) - 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE �� Qq�'� o do 1 _.` SIDES: USED FOR LOT LINE STAKING. / 12.83 x 25 (.74) 237 180TTOM: � 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ��J2 �, _EXISTING TOTAL: 471 5 F 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT '' J LEACH AREA hh INSPECTION BY BOARD OF HEALTH AND PERMISSION ❑BTAINED A USE 2 500 GAL. LEACHING CHAMBERS (ACME OR FROM BOARD OF HEALTH, LQUAL) WITH 4' STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. i PT ! � 4 5�3 sFf LEGEND 3, — SITE AND SE WAGE PL AN 1 I I�6 OF' � PROPOSED SPOT ELEVATION LOT 9 OAK. STREET 100x0 EXISTING SPOT ELEVATION #2 IN THE TOWN OF: 100 PROPOSED CONTOUR (WEST) BARNSTABLE LOT 10 VACANT 150 / o^� 100 EXISTING CONTOUR PREPARED FOR: MARKWOOD CORP. ^� co, UTILITY POLE C_ GUY WIRE 40 0 40 80 120 Feet LOT 11 BOARD OF HEALTH MA SCALE: 1,. = 40' DATE: JULY 7, 1999 APPROVED DATE AL off 508-362-4541 fox 508 362-9880 C(*A 0r � �` 0fgJ'down cape engineering, ine. h �[�� Q� ARNE o HCIVIL ENGINEERS � No.26334892jy lf4b "SURVEYORS RN°\ f N 7 939 main st. yarmouth, ma 02675 — __—_—_-- 99— 1 6 1 --9 AR T OJALA, P.F.., P.L.S. ATE ----------------